Finite element-boundary element coupling algorithms for transient elastodynamics

DOI10.1016/j.enganabound.2014.11.028zbMath1403.74104OpenAlexW2025461563WikidataQ107172473 ScholiaQ107172473MaRDI QIDQ1654677

Stijn François, Pieter Coulier, Geert Degrande

Publication date: 9 August 2018

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2014.11.028

zbMATH Keywords

dynamic soil-structure interactioniterative couplingtransient elastodynamicsFE-BE modelling

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60) Boundary element methods for initial value and initial-boundary value problems involving PDEs (65M38)

Related Items (5)

A novel BEM-DEM coupling in the time domain for simulating dynamic problems in continuous and discontinuous media ⋮ Efficient multi-scale staggered coupling of discrete and boundary element methods for dynamic problems ⋮ 3D hybrid model of foundation‐soil‐foundation dynamic interaction ⋮ On the performance of GFEM with trigonometric enrichment in bidimensional dynamic elastoplastic modelling ⋮ An explicit direct FEM-BEM coupling procedure for nonlinear dynamics

Uses Software

• Matlab
• EDT

Cites Work

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